State parameter and undrained residual shear strength ratio of copper sand tailings using SCPTu calibrated with laboratory tests
State parameter and undrained residual shear strength ratio of copper sand tailings using SCPTu calibrated with laboratory tests
Guillermo Gonzalez; Jose Campana; Ramon Verdugo
21st International Conference on Soil Mechanics and Geotechnical Engineering (Vienna)
TC221
https://doi.org/10.53243/ICSMGE2026-2111
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